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作 者:罗肇森[1]
机构地区:[1]南京水利科学研究院
出 处:《海洋工程》1992年第2期32-40,共9页The Ocean Engineering
摘 要:本文采用预报公式结合数学模型计算了华南W港拦门沙航道开挖和大台风过后悬沙和底沙的淤积量。计算结果得到与W港相类似港口实测资料验证。符合程度较好。The W Harbour is situated in a typical tidal inlet in south China. The main-enance of the. dredged channel with mouth bar is a key problem of the planning for harbour extension. This paper describes a method using estimation formulas together with mathematical model to predict the sedimentation in the channel after be'ingfdr-edged and during the typhoon-storm period. Calibration has been made based on field data obtained in a similar harbour and on numerical calculation. It shows that the calculated results are in a good agreement with the data measured in the similar harbour.
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